Rajasthan University Of Veterinary And Animal Sciences Tender
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The RAJUVAS has issued a formal invitation for competitive bids for the Rajasthan University Of Veterinary And Animal Sciences project, for Water Supply And Allied Work At Boys And Girls Hostel At Pgiver Jaipur in Bikaner, Rajasthan, with an estimated contract value of Rs. 18,00,000. The bid opening date for this tender is 07-10-2019 and the last date for bid submission is 14-10-2019. Interested bidders for Rajasthan University Of Veterinary And Animal Sciences tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 36,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_RAJUV_165635_1Bid Award Id
ViewTender No
NIT 5 of 2019-20Tender Authority
Rajasthan University Of Veterinary And Animal Sciences ViewPurchaser Address
-Website
http://http://rajuvas.org/
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Documents
BOQ Items
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P & F Full – way Valve (IS: 776 Mark) or wheel valve of approved make: 80 mm nominal bore.
5
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2427
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Centering and shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft, bases of columns etc.
52.53
-
137
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Supply and fixing of Oil / Air break Starter panel made out of sheet steel powder coated enclosure comprising of over load protection relay, short circuit & single phasing protection, ON / OFF push buttons, ammeter, voltmeter, indicating lamps etc. complete in all respect suitable for following rating motors. For Three phase Submersible / Mono block pump 3.0 HP to 10.0 HP ( DOL )
2
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4450
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P & F paper phenolic resin bonded laminates confirming to IS : 2036 - 1995 for boxes/ frames including making holes for switches etc, with brass screws, washers/ zinc plated nut and bolts as required. 6.4 mm thick
0.75
-
891
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Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering – All work up to plinth level.1:4:8 ( 1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size)
10
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2858.75
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S & Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required. 8 SWG copper Wire
20
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79
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Plate Earthing as per IS:3043 with copper Earth plate of size 300mm x 300mm x 3.0mm by embodying 3 to 4 mtr. below the ground level with 25 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer, nipple ,wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required.
2
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5000
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Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor ISI marked (IS:694) of 1.1 kV grade and approved make in existing surface or recessed conduit/ casing capping including making connections etc. as required. 4 x 6.0 sq.mm
10
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176
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50 mm dia nominal bore
400
-
353
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P & F in position frame made out of M.S. angle (riveted or welded) finished with two coats of red oxide and enamel paint including cutting, welding, holes etc.of following sizes as required. 35mm x 35mm x 5mm
5
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180
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SITC of quick make and quick break 4 POLE current limiting MCCB having following current rating, short circuit breaking capacity at 440/415 V, 50 Hz; O/L & S/C settings and conforming to IS 60947-2 / IEC 60947-2 with front face and centralised adjustable, line load interchangeability, having positive isolation capability, provision for UVR , shunt trip ,earth fault trip, push ( test ) to trip , including making connections with lugs & spreaders, etc. as required. With Thermal Magnetic release up to 100 Amp , 25 kA, fixed O/L & S/C setting
1
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4302
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Earth Work in excavation by mechanical means (Hydraulic Excavator) / manual means over areas ( exceeding 30 cm in depth 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m disposed earth to be leveled and neatly dressed. All kinds of soils.
215
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152
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P/Laying P.V.C. / XLPE insulated & P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor of IS:1554 P-I / IS :7098 P - I of Group 1 of approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. 10.0 Sq.mm 4 core
50
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170
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P & F Full – way Valve (IS: 776 Mark) or wheel valve of approved make: 50 mm nominal bore.
5
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1331
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Brick masonry with F.P.S bricks of class designation 100 in foundation and plinth with bricks: Cement mortar 1:4 ( 1 cement: 4 coarse sand) of brick work with class designation 100 in substitution of class designation 75: Quantity in Cum.
76.39
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3979
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Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering – All work up to plinth level. M 15 grade Nominal Mix 1:2:4 ( 1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)
20
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4003.75
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Providing and fabricating reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding ( including cost of binding wire) all complete up to floor five level. Thermo- mechanically Treated bars ( Conforming of relevant IS code)
1100
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61
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SITC of ISI mark( IS:8472) self priming monoblock pump set of approved make, TEFC, permanent split capacitor type (PSC), fitted with thermal overload protection, mechanical seal, 1440/1500 RPM, single phase(180 to 240 V). Including cost of hardware etc on existing platform complete. Pump shall have following HP Rating, phase, Head, minimum Discharge respectively. Non Self priming pumps 5 HP, 3-Ø, (6-28)Mtr, (45-7.5)LPM
2
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13156
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Providing an laying in position specified grade of cement concrete for all RCC structural elements up to plinth level including curing, compaction , finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints and cost of plastizers ( if required) excluding the cost of centering shuttering reinforcement. M20 grade Nominal Mix/ Design Mix.
10
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4112
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